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  1. RicheS

    Steel truss - Lateral restraint forces

    Hi I'm involved in a discussion with a steelwork fabricator over the correct interpretation of restraint forces to BS 5950 4.3.2.2. The Fabricator has designed to AISC 360 ASD however the specification requires design to BS 5950 We have a number of long span warren trusses spanning >50m for...

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